Strength Characteristics and Double-Yield Elastoplastic Constitutive Model of Granite
Author:
Funder
National Natural Science Foundation of China
Science and Technology Innovation Project of CHN ENERGY Investment Group Co.,LTD
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02864-8.pdf
Reference47 articles.
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2. Byerlee JD (1967) Frictional characteristics of granite under high confining pressure. J Geophys Res 72:3639–3648. https://doi.org/10.1029/jz072i014p03639
3. Chen L, Wang CP, Liu JF et al (2015) Damage and plastic deformation modeling of beishan granite under compressive stress conditions. Rock Mech Rock Eng 48:1623–1633. https://doi.org/10.1007/s00603-014-0650-5
4. Chen X, Li Y, Tong L et al (2023) Elastoplastic damage behavior of rocks: A case study of sandstone and salt rock. Rock Mech Rock Eng 56:5621–5634. https://doi.org/10.1007/s00603-023-03349-5
5. Cundall PA, Carranza-Torres C, Hart RD (2003) A new constitutive model based on the Hoek–Brown criterion. FLAC Numer Model Geomech 321–331
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